A review of field performance of stone columns in soft soils
BA McCabe, GJ Nimmons… - Proceedings of the …, 2009 - icevirtuallibrary.com
The behaviour of stone columns has yet to be captured fully by analytical and numerical
techniques, and predicting column behaviour in soft cohesive soils brings specific …
techniques, and predicting column behaviour in soft cohesive soils brings specific …
Load-settlement behavior modeling of single piles using artificial neural networks and CPT data
FP Nejad, MB Jaksa - Computers and Geotechnics, 2017 - Elsevier
Pile foundations are usually used when the conditions of the upper soil layers are weak and
unable to support the super-structural loads. Piles carry these super-structural loads deep …
unable to support the super-structural loads. Piles carry these super-structural loads deep …
Pile groups under axial loading: an appraisal of simplified non-linear prediction models
The settlement behaviour of vertically loaded pile groups has been the subject of an
extensive body of research over the past two decades. In particular, this work has identified …
extensive body of research over the past two decades. In particular, this work has identified …
[Књига][B] The engineering of foundations, slopes and retaining structures
R Salgado - 2022 - books.google.com
The Engineering of Foundations, Slopes and Retaining Structures rigorously covers the
construction, analysis, and design of shallow and deep foundations, as well as retaining …
construction, analysis, and design of shallow and deep foundations, as well as retaining …
Distributed fiber optic sensing of axially loaded bored piles
Instrumented pile tests are vital to establish the performance of a pile and validate the
assumptions made during initial design. Conventional instrumentation includes vibrating …
assumptions made during initial design. Conventional instrumentation includes vibrating …
Prediction of ultimate axial load-carrying capacity of piles using a support vector machine based on CPT data
The support vector machine (SVM) is a relatively new artificial intelligence technique which
is increasingly being applied to geotechnical problems and is yielding encouraging results …
is increasingly being applied to geotechnical problems and is yielding encouraging results …
The equivalent pier method for energy pile groups
This study presents a method for estimating the average vertical displacement of energy pile
groups subjected to thermal loads. The method consists of replacing any regular energy pile …
groups subjected to thermal loads. The method consists of replacing any regular energy pile …
Measured and predicted response of pile groups in soft clay subjected to cyclic lateral loading
Major offshore and onshore structures, including transport corridors and high-rise buildings,
resting on soft compressible clays are often supported by pile foundations. Apart from the …
resting on soft compressible clays are often supported by pile foundations. Apart from the …
CPT-based axial capacity design method for driven piles in clay
There are clear advantages in the establishment of reliable, direct cone penetration test
(CPT) based methods for assessment of the axial capacity of driven piles. These advantages …
(CPT) based methods for assessment of the axial capacity of driven piles. These advantages …
A semi-analytical solution for consolidation of soft ground improved by locally permeable pipe piles under time-dependent loads
Excessive pore-water pressure in soft soil can compromise pile bearing capacity, leading to
foundation failure and posing a risk to structure stability. Hence expedited dissipation of …
foundation failure and posing a risk to structure stability. Hence expedited dissipation of …